Embed Size (px)
Citation preview
SITE
D
U
P
O
N
T
P
A
R
K
W
A
Y
U
.
S
.
R
O
U
T
E
1
3
S
.
R
.
1
PROPOSED
ACCELERATION
LANE
PROPOSED
DECELERATION
LANE
PROPOSED
DECELERATION
LANE
PROPOSED
BUILDING
(80' x 188' ±)
E
M
P
L
O
Y
E
E
P
A
R
K
I
N
G
A
R
E
A
(
1
0
0
S
P
A
C
E
S
)
T
R
U
C
K
P
A
R
K
I
N
G
A
R
E
A
(
7
5
S
P
A
C
E
S
)
WASTEWATER
DISPOSAL AREA
(150' x 150')
STORMWATER
MANAGEMENT
FACILITY
(3.43 ACRES)
EXISTING PROPERTY LINE
TO BE EXTINGUISHED
BY THIS PLAN
BENCHMARK:
PK NAIL SET 12
N 487468.5400'
E 595255.7000'
EL. 55.59'
SITE EVALUATION
LOCATIONS (TYP.)
SB R1
SB R2
SB R3
SB R
SB R4
SB R5
SB R6
SB R
SITE EVALUATION
LOCATIONS (TYP.)
- -
FILE
NA
ME:
CH
ECK
ED B
Y:
DES
IGN
ED B
Y:
RE
VIS
ION
No.
CH
K'D
BY
DA
TEO
WN
ER
:
DR
AW
N B
Y:
DU
FFIE
LD
DATE: SCALE:
SHEET:PROJECT NO.
SCALE: 1" = 800'
LOCATION MAP
NCC ZONING MAP: 128
DRAWING SCALE
0150' 300'150'
1" = 150'
EX
PLO
RA
TO
RY
MIN
OR
LA
ND
DE
VE
LO
PME
NT
PL
AN
WIT
H R
EZ
ON
ING
WA
STE
IND
UST
RIE
S SM
YR
NA
5211
/ 51
45 D
UPO
NT
PA
RK
WA
YB
LA
CK
BIR
D H
UN
DR
ED
~NE
W C
AST
LE
CO
UN
TY
~DE
LA
WA
RE
15 DECEMBER 20111" = 150'8965.CB
1 OF 3
MJG
SCD
MJG
D89
65C
B-E
xD-R
0
MA
RIO
J. G
AN
GEM
I, P.
E.
P.E.
# 1
0444
STA
TE: D
ELA
WA
RE
EXPLORATORY MINOR LAND DEVELOPMENT PLAN
WITH REZONING
WASTE INDUSTRIES SMYRNA
5211 / 5145 DUPONT PARKWAY
SITE DATA:
1. NCC APPLICATION NO.:
2. TAX PARCEL NO.: 15-016.00-229 15-016.00-161
3. SITE ACREAGE: 29.1201± ACRES 4.2803± ACRES 33.4004± TOTAL ACREAGE
4. SITE ADDRESS: #5211 DUPONT PARKWAY #5145 DUPONT PARKWAY
5. SOURCE OF TITLE: IN 20070608-0051824 IN 20060131-0010968
6. OWNER: WDM ENTERPRISES ONE, LLC
200 MARY ELLA DRIVE, WILMINGTON, DE 19805
7. DEVELOPER: WASTE INDUSTRIES, INC.
3301 BENSON DRIVE, SUITE 601, RALEIGH, NC 27609
8. ZONING DISTRICT: EXISTING: SR (SUBURBAN RESIDENTIAL)
PROPOSED: I (INDUSTRIAL)
9. SITE DATUM: NAD 83 AND NAVD 88
10. EXISTING MONUMENTS: 5
PROPOSED MONUMENTS: 4
10. SITE COVERAGE:
EXISTING AREA DATA:
EXISTING OPEN SPACE 1,454,921 S.F. (33.4004 ACRES) 100%
PROPOSED AREA DATA:
PROPOSED PAVEMENT 197,468 S.F. (4.5332 ACRES) 14%
PROPOSED CRUSHED STONE 251,916 S.F. (5.7832 ACRES) 17%
PROPOSED BUILDING 15,040 S.F. (0.3453 ACRES) 1%
PROPOSED SEPTIC FIELD 22,500 S.F. (0.5165 ACRES) 2%
PROPOSED STORMWATER MANAGEMENT 152,538 S.F. (3.5018 ACRES) 10%
PROPOSED OPEN SPACE 815,442 S.F. (18.7200 ACRES) 56%
TOTAL AREA 1,454,904 S.F. (33.4004 ACRES) 100%
11. GROSS FLOOR AREA:
EXISTING 0
PROPOSED: 15,040 S.F.
12. PARKING RATIONALE: PROPOSED WASTE HAULER ESTABLISHMENT WITH SERVICE AREA
REQUIRED: 4,000 SF OFFICE @ 5 SPACES PLUS 0.5 PER 1,000 S.F. = 7 SPACES
9 BAY SERVICE AREA @ 4 SPACES PER BAY = 36 SPACES
TOTAL REQUIRED = 43 SPACES
PROVIDED: 175 SPACES (INCLUDES 4 ADA ACCESSIBLE SPACES)
13. LIMIT OF DISTURBANCE: 20.35± ACRES
14. WATER SUPPLY: ON-SITE WELL
WATER SUPPLY IS SUBJECT TO THE APPROVAL OF THE DELAWARE DEPARTMENT OF NATURAL
RESOURCES AND ENVIRONMENTAL CONTROL AND THE DELAWARE STATE DIVISION OF PUBLIC
HEALTH.
15. SEWAGE DISPOSAL: ON-SITE SEPTIC
SEPTIC SYSTEM FEASIBILITY HAS BEEN SATISFACTORILY ESTABLISHED FOR EACH LOT IN THIS
SUBDIVISION. THE FEASIBILITY INDICATES ONLY THAT, AT THE TIME OF TESTING, THERE WAS AT
LEAST ONE AREA ON EACH LOT THAT COULD MEET THE STANDARDS FOR AN ONSITE SEWAGE
DISPOSAL SYSTEM. FEASIBILITY IS NOT A DESIGN APPROVAL AND DOES NOT IMPLY A GUARANTEE
THAT SUCH APPROVAL CAN BE OBTAINED. SUCH FACTORS AS BUILDING SIZE AND USE, PLACEMENT
ON THE LOT, AND LOCATION OF WATER WELLS (IF APPLICABLE) WILL INFLUENCE THE FINAL DESIGN.
NO BUILDING PERMITS WILL BE ISSUED WITHOUT REVIEW AND APPROVAL OF A DETAILED DESIGN
FOR EACH LOT.
16. ANTICIPATED SEWAGE: PROPOSED 4,000 SF OFFICE AND SERVICE AREA @ 0.1 GPD PER OFFICE S.F.
PLUS PROPOSED 11,040 SF MAINTENANCE AREA @ 0.1 GPD PER MAINTENANCE
AREA S.F.
AVERAGE FLOW: (4,000 S.F. x 0.1 GPD / S.F.) + (11,040 S.F. x 0.1 GPD) = 1,504 GPD
PEAK FLOW: 1,504 GPD X 4 = 6,016 GPD
CERTIFICATION OF OWNERSHIP
I, , HEREBY CERTIFY THAT WDM ENTERPRISES ONE, LLC IS
THE OWNER OF THE PROPERTY WHICH IS THE SUBJECT OF THIS PLAN AND THAT THE
LAND USE ACTION PROPOSED BY THIS PLAN IS MADE AT ITS DIRECTION AND THAT I
AUTHORIZE THIS PLAN TO BE RECORDED IN ACCORDANCE WITH THE REGULATIONS
OF THE NEW CASTLE COUNTY UNIFIED DEVELOPMENT CODE.
, 2012
DATE
FOR WDM ENTERPRISES ONE, LLC
NOTES:
1. THE PURPOSE OF THIS PLAN IS TO REZONE THE SUBJECT PARCEL FROM SR TO I AND TO CONSTRUCT A
15,040 +/- S.F. INDUSTRIAL BUILDING AND RELATED INFRASTRUCTURE.
2. THE PROPERTY INFORMATION SHOWN ON THIS PLAN IS TAKEN FROM THE "PERIMETER SURVEY" FOR
LOT 3 (RESIDUE), ADAMS FARM, ALSO KNOWN AS 5211 & 5145 DUPONT PARKWAY, DATED NOVEMBER 21,
2011 PREPARED BY TRANSITION ENGINEERING SURVEYING. THE VERTICAL DATUM USED IN THE
PREPARATION OF THIS PLAN WAS NAVD 88. THE HORIZONTAL DATUM USED WAS NAD 83 (DELAWARE
STATE PLANE COORDINATE SYSTEM).
3. NO FLOODPLAIN EXISTS ON THIS SITE, PER FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) FLOOD
INSURANCE RATE MAP (FIRM), COMMUNITY PANEL NO. 10003C0410J, EFFECTIVE DATE JANUARY 17, 2007.
4. NO WETLANDS WERE FOUND TO EXIST ON THE SITE, PER "LETTER OF NO FINDINGS" DATED DECEMBER
27, 2011 PREPARED BY DUFFIELD ASSOCIATES, INC. THE SITE WAS EVALUATED ON DECEMBER 27, 2011 IN
ACCORDANCE WITH THE U.S. CORPS OF ENGINEERS WETLAND DELINEATION MANUAL TECHNICAL REPORT
(Y-87-1) AND SUPPLEMENTS TO IDENTIFY THE PRESENCE OF JURISDICTIONAL WETLANDS.
5. THIS SITE IS NOT LOCATED IN A CRITICAL NATURAL AREA, PER THE STATE INVENTORY OF NATURAL
AREAS COMPILED BY THE DELAWARE DEPARTMENT OF NATURAL RESOURCES AND ENVIRONMENTAL
CONTROL (DNREC), 2006.
6. THIS SITE DOES NOT LIE WITHIN THE LIMITS OF A WATER RESOURCE PROTECTION AREA, PER THE MAP
"WATER RESOURCE PROTECTION AREAS FOR CITY OF NEWARK; CITY OF WILMINGTON; NEW CASTLE
COUNTY, DELAWARE" MAP 3 OF 3, LAST REVISED FEBRUARY 2006, PREPARED BY THE WATER RESOURCES
AGENCY, INSTITUTE FOR PUBLIC ADMINISTRATION, UNIVERSITY OF DELAWARE.
7. DRAINAGE, EROSION AND SEDIMENT CONTROL AND STORMWATER MANAGEMENT SHALL BE PROVIDED
IN ACCORDANCE WITH THE DELAWARE DEPARTMENT OF NATURAL RESOURCES AND ENVIRONMENTAL
CONTROL (DNREC) SEDIMENT AND STORMWATER REGULATIONS AND NEW CASTLE COUNTY DRAINAGE
CODE.
8. ALL FIRE LANES, FIRE HYDRANTS, AND FIRE DEPARTMENT CONNECTIONS SHALL BE MARKED AND
MAINTAINED IN ACCORDANCE WITH THE STATE OF DELAWARE FIRE PROTECTION REGULATIONS.
9. ALL ENTRANCES SHALL CONFORM TO THE STATE OF DELAWARE DEPARTMENT OF TRANSPORTATION
STANDARDS AND SPECIFICATIONS AND WILL BE SUBJECT TO ITS APPROVAL.
10. UNLESS OTHERWISE SPECIFIED ON THE PLAN, SIDEWALKS SHALL BE INSTALLED IN THE LOCATIONS
SHOWN ON THIS PLAN PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY FOR THE BUILDING IN
FRONT OF WHICH THEY ARE SHOWN. SIDEWALKS SHALL BE FIVE (5) FEET IN WIDTH AND CONSTRUCTION OF
PORTLAND CEMENT CONCRETE.
11. NO DEBRIS IS TO BE BURIED ON THIS SITE.
12. THIS PLAN SUPERSEDES, IN PART, THE RECORD MINOR SUBDIVISION PLAN OF ADAMS FARM, LAST
DATED JUNE 5, 1992 AND RECORDED IN THE OFFICE OF THE RECORDER OF DEEDS IN AND FOR NEW
CASTLE COUNTY, STATE OF DELAWARE, MICROFILM NO. 11281.
13. A LANDSCAPE PLAN, PREPARED BY , LAST DATED ______________, OR AS
AMENDED AND APPROVED IN WRITING BY THE DEPARTMENT OF LAND USE, IS HEREBY CONSIDERED A
PART OF THE RECORD PLAN.
14. ALL IMPROVEMENTS REQUIRED BY THIS PLAN AND THE NEW CASTLE COUNTY CODE SHALL BE SUBJECT
TO THE LAND DEVELOPMENT IMPROVEMENT AGREEMENT (LDIA), AND THE PERFORMANCE GUARANTEE,
INCORPORATED THEREIN. THE LDIA IS RECORDED IN THE OFFICE OF THE RECORDER OF DEED IN AND FOR
NEW CASTLE COUNTY ON ____________, AT INSTRUMENT NO. ____________________.
15. THIS SITE IS SUBJECT TO THE IMPACT FEE PROVISIONS OF CHAPTER 40, ARTICLE 14 OF THE NEW
CASTLE COUNTY CODE, AS MAY BE AMENDED BY NEW CASTLE COUNTY COUNCIL.
CERTIFICATION OF PLAN ACCURACY (OTHER)
I, MARIO J. GANGEMI, HEREBY CERTIFY THAT I AM A REGISTERED PROFESSIONAL
ENGINEER WITH A BACKGROUND IN CIVIL ENGINEERING IN THE STATE OF DELAWARE
AND THAT THE INFORMATION ON THIS PLAN, OTHER THAN THE BOUNDARY AND
EXISTING TOPOGRAPHIC INFORMATION, IS TRUE AND CORRECT TO THE ACCURACY
REQUIRED BY ACCEPTED SURVEYING STANDARDS AND PRACTICES AND BY THE NEW
CASTLE COUNTY UNIFIED DEVELOPMENT CODE.
, 2012
DATE MARIO J. GANGEMI, P.E.
DELAWARE REGISTRATION #10444
FOR DUFFIELD ASSOCIATES, INC.
CERTIFICATION OF PLAN APPROVAL
APPROVED_______________BY__________________________
DATE GENERAL MANAGER
FOR DEPARTMENT OF LAND USE OF NEW CASTLE COUNTY.
APPROVED_______________BY__________________________
DATE COUNCIL PRESIDENT
FOR COUNTY COUNCIL OF NEW CASTLE COUNTY.
I DISTRICT AND BULK STANDARDS:
MINIMUM LOT AREA: 1 ACRE
MINIMUM LOT WIDTH: 100 FEET
MINIMUM STREET YARD: 40 FEET
MINIMUM SIDE YARD: 20 FEET
MINIMUM REAR YARD: 20 FEET
PAVING STREET YARD / OTHER YARD: 40 FEET / 10 FEET
MAXIMUM BUILDING HEIGHT: 60 FEET
MINIMUM LANDSCAPE SURFACE RATIO: 0.20
CERTIFICATION OF PLAN ACCURACY
(BOUNDARY AND EXISTING TOPOGRAPHY)
I, JOHN J. TRAYNOR III, HEREBY CERTIFY THAT I AM A REGISTERED PROFESSIONAL
LAND SURVEYOR IN THE STATE OF DELAWARE AND THAT THE BOUNDARY AND
EXISTING TOPOGRAPHIC INFORMATION ON THIS PLAN IS TRUE AND CORRECT TO THE
ACCURACY REQUIRED BY ACCEPTED SURVEYING STANDARDS AND PRACTICES AND
BY THE NEW CASTLE COUNTY UNIFIED DEVELOPMENT CODE.
, 2012
DATE JOHN J. TRAYNOR, III, P.L.S.
REGISTRATION #S6-0LS0507
11,500
ROAD TRAFFIC DATA
SITE TRIPS GENERATED
FUNCTIONAL CLASSIFICATION: US 13 MINOR ARTERIAL
POSTED SPEED LIMIT: 55 MPH
AADT = 23,001 TRIPS (FROM 2010 DELDOT TRAFFIC SUMMARY)
10 YEAR PROJECTED AADT: 1,219 x 23,001= 28,038
10 YEAR PROJECTED AADT + SITE ADT: 28,038+400 = 28,438 TRIPS
DIRECTIONAL SPLIT: 50% / 50%
PEAK HOUR: 7.39% X 28,438 = 2,101 TRIPS
11% TRUCKS: 0.11 X 2,101 = 231
TRAFFIC GENERATION DIAGRAM
TRIPS PER DAY (AM PEAK HOUR) [PM PEAK]
SOURCE: ITE TRIP GENERATION 7th EDITION
GENERAL LIGHT INDUSTRIAL 100 EMPLOYEES @ 4 AVTE = 400
DIRECTIONAL DISTRIBUTION 50%N; 50% S TO AND FROM
50% TO AND FROM THE NORTH:
50% TO AND FROM THE SOUTH:
TRIP GENERATION - US ROUTE 13
(FULL MOVEMENT)
200(15)
11,500
200(15) 200(15)
200(15)
PROPOSED
ENTRANCE
US ROUTE 13
M
A
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
3
M
A
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
2
N:\P
ro
jects\8000\8965\C
AD
\C
B\D
8965C
B-ExD
-R
0.d
wg
, 12/30/2011 1:17:55 P
M, D
WG
To
P
DF.p
c3
- -
DRAWING SCALE
050' 100'50'
1" = 50'
FILE
NA
ME:
CH
ECK
ED B
Y:
DES
IGN
ED B
Y:
RE
VIS
ION
No.
CH
K'D
BY
DA
TEO
WN
ER
:
DR
AW
N B
Y:
DU
FFIE
LD
DATE: SCALE:
SHEET:PROJECT NO.
EX
PLO
RA
TO
RY
MIN
OR
LA
ND
DE
VE
LO
PME
NT
PL
AN
WIT
H R
EZ
ON
ING
WA
STE
IND
UST
RIE
S SM
YR
NA
5211
/ 51
45 D
UPO
NT
PA
RK
WA
YB
LA
CK
BIR
D H
UN
DR
ED
~NE
W C
AST
LE
CO
UN
TY
~DE
LA
WA
RE
16 DECEMBER 2010 1" = 50'
8965.CB3 OF 3
MJG
SCD
MJG
D89
65C
B-E
xD-R
0
MA
RIO
J. G
AN
GEM
I, P.
E.
P.E.
# 1
0444
STA
TE: D
ELA
WA
RE
KEY MAP SCALE: 1" = 400'
SHEET
2 OF 3
MA
TC
H L
IN
E - S
EE
S
HE
ET
2
O
F 3
SHEET
3 OF 3
N:\P
ro
jects\8000\8965\C
AD
\C
B\D
8965C
B-ExD
-R
0.d
wg
, 12/30/2011 1:23:28 P
M, D
WG
To
P
DF.p
c3
- -
DRAWING SCALE
050' 100'50'
1" = 50'
FILE
NA
ME:
CH
ECK
ED B
Y:
DES
IGN
ED B
Y:
RE
VIS
ION
No.
CH
K'D
BY
DA
TEO
WN
ER
:
DR
AW
N B
Y:
DU
FFIE
LD
DATE: SCALE:
SHEET:PROJECT NO.
EX
PLO
RA
TO
RY
MIN
OR
LA
ND
DE
VE
LO
PME
NT
PL
AN
WIT
H R
EZ
ON
ING
WA
STE
IND
UST
RIE
S SM
YR
NA
5211
/ 51
45 D
UPO
NT
PA
RK
WA
YB
LA
CK
BIR
D H
UN
DR
ED
~NE
W C
AST
LE
CO
UN
TY
~DE
LA
WA
RE
16 DECEMBER 201011" = 50'
8965.CB2 OF 3
MJG
SCD
MJG
D89
65C
B-E
xD-R
0
MA
RIO
J. G
AN
GEM
I, P.
E.
P.E.
# 1
0444
STA
TE: D
ELA
WA
RE
MA
TC
H L
IN
E - S
EE
S
HE
ET
3
O
F 3
KEY MAP SCALE: 1" = 400'
SHEET
3 OF 3
SHEET
2 OF 3
N:\P
ro
jects\8000\8965\C
AD
\C
B\D
8965C
B-ExD
-R
0.d
wg
, 12/30/2011 1:24:53 P
M, D
WG
To
P
DF.p
c3
